Shelter Quote Support Images.pdf

Shelter: Electric: Conduit Stub: x Sidewalk/Concrete Slab:

x

3/17/24

CHK'D:

REV 1:

DRAWN:

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EEC JOB NO.:

SHEET NO.:

SHOP DWG NO.:

PROJ. NO.:

THIS CERTIFICATION OF DRAWINGS IS FOR THE ONE

BUILDING ONLY AT THE SITE LISTED ABOVE. IT IS VALID

ONLY IF THE MATERIALS SHOWN ON THESE DRAWINGS

ARE FURNISHED BY RCP SHELTERS, INC. AND ONLY IF

MATERIALS ARE PAID FOR IN FULL.

IF MODIFICATION IS MADE WITHOUT EXPRESSED WRITTEN

CONSENT OF RCP SHELTERS, INC., OR IF PAYMENT IS NOT

MADE IN FULL, THEN CERTIFICATION BECOMES NULL & VOID.

DESIGN CERTIFICATION FOR:

BUILDING SIZE:

BUILDING LOCATION:

THIS PRINT IS THE PROPERTY OF RCP

SHELTERS AND IS NOT TO BE USED,

COPIED, OR REPRODUCED WITHOUT

THEIR EXPRESSED WRITTEN PERMISSION.

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CONTRACT NOTE:

Reference accepted proposal and/or executed contract for identification of items furnished. Any item not specifically included shall be provided by owner, installer or others. Some items are specifically noted as N.I.C. (not in contract).

LAMINATED WOOD SPECIFICATIONS:

SPECIES -------------------------------- SOUTHERN PINE

LAMINATION THICKNESS --------- 2" NOMINAL

STRESS COMBINATION ----------- SEE MEMBER DETAILS

ADHESIVE ------------------------------ RESORCINOL

APPEARANCE GRADE ------------- ARCHITECTURAL

FINISH ---------------------------------- Seal & Stain; color = ________

PROTECTION ------------------------ INDIVIDUAL WRAP

PRESERVATIVE TREATMENT -- CCA 0.4 PCF (MIN) RETENTION @ COLUMNS, TREATED PRIOR TO GLUING

HARDWARE -------------------------- PER DETAILS & LIST

SOLID TIMBER SPECIFICATIONS

2 x 4 Nailer ----------- #1 SYP, S4S, KD, Seal & Stain; color = ________ 2 x 6 Fascia ---------- #1 AYC, S4S, KD, Seal & Stain; color = ________ 2 x 8 Roof Deck ----- #1 SYP, T&G, S/L, CM, EV1S, KD, Seal & Stain; color = ________ Deck furnished in specified lengths (S/L), not precision end trimmed (PET), field cutting required.

ROOF UNDERLAYMENT SPECIFICATIONS:

TWO LAYERS OF SYNTHETIC UNDERLAYMENT.

SYNTHETIC UNDERLAYMENT TO CONFORM TO ASTM D226 TYPE II OR ASTM D4869 TYPE IV.

ATTACH UNDERLAYMENT PER MANUFACTURER'S RECOMMENDATIONS

OR BUILDING CODE REQUIREMENTS, WHICHEVER IS MORE STRINGENT.

WOOD SHOP NOTES:

1. Materials, Manufacture and Quality Control of glulam shall be in conformance with, "American National Standard for Wood Products-Structural Glued Laminated Timber ANSI A190.1-2017".

2. Members shall be marked (in an unseen location) with an AITC or APA/EWS Quality Mark and, in addition, an

AITC or APA/EWS Certificate of Conformance shall be provided to indicate conformance with "ANSI A190.1-2017".

3. ▲ denotes edges to be chamfered for welds.

STEEL & HARDWARE SHOP NOTES:

1. All steel plate to be ASTM A572 Grade 50.

2. All welding is to be done in accordance with latest AWS standards. If welds are not specified, all welds are to develop full strength of all component parts.

3. All fabricated steel to be powder coated; color selected by owner.

4. Hardware (bolts, nuts, washers, etc.) to be hot-dipped galvanized (HDG). Shop to verify hole tolerances and tolerances of threaded parts for compatibility of the galvanized parts only.

ERECTION NOTES:

All wood members must be properly braced until the complete structural system has been constructed. Correction of minor misfits and a reasonable amount of reaming or alignment with drift pins will be considered a legitimate expense of erection.

In the event of error, defect in materials, and/or workmanship of shop work which prevents proper assembling and fitting up of parts by the moderate use of drift pins, or reaming, immediately report to the seller and obtain seller's approval of the method of correction.

Predrill wood for screws and nails if necessary to avoid splitting.

NOTE: This building has been designed as a free standing, open structure. If walls are to be added, or if the building is to adjoin another structure, or if other modifications are to be made, the structure must be re-engineered prior to these modifications (by others).

'-0

"O U

T/ O

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FA

SC

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ROOF FRAMING PLAN

SCALE: 1/4" = 1'-0"

2'-3"

B-1

B-1

B-1

B-1

B-1

S-1 S-1

S-1 S-1

S-1

S-1

S-1

S-1

S-1

S-1

3/12 3/12

D

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24'-0" OUT/OUT OF ROOF

LAMINATED MEMBERS ARE WRAPPED FOR PROTECTION IN TRANSIT. THE ERECTOR IS RESPONSIBLE FOR PROTECTION OF MATERIALS AT ALL TIMES AFTER ARRIVAL AT DESTINATION. IF STORED TEMPORARILY, MEMBERS SHOULD BE PLACED ON BLOCKS & LEVELED, WELL OFF OF THE GROUND & SEPARATED WITH WOOD STRIPS SO THAT AIR CAN CIRCULATE AROUND EACH MEMBER. COVER THE TOP & SIDES WITH MOISTURE RESISTANT PAPER OR OPAQUE PLASTIC. USE NON-MARRING SLINGS WHEN HANDLING. ROOF COVERING SHOULD BE APPLIED SOON AFTER ERECTION. PROTECTIVE WRAPPING SHOULD REMAIN ON THE MEMBERS UNTIL DECK HAS BEEN INSTALLED & ROOFING APPLIED. HOWEVER, IF THE PAPER HAS BEEN TORN OR PARTIALLY REMOVED DURING STORAGE OR ERECTION, IT SHOULD BE REPLACED OR ENTIRELY REMOVED TO PREVENT DISCOLORATION OF LAM MEMBERS BY SUNLIGHT.

LAMINATED MEMBERS RECEIVE ONE FACTORY APPLIED COAT OF CLEAR WOOD SEALER. (FACTORY STAIN IS OPTIONAL AT EXTRA COST). IF THEY SHOULD BECOME WET DURING SHIPMENT OR INSTALLATION, OR IF THEY ARE CLEANED IN ANY WAY, THESE LAMINATED MEMBERS SHOULD BE UNIFORMLY RESEALED BEFORE ADDITIONAL STAINING OR FINISHING IS DONE IN THE FIELD.

DECKING WILL BE DELIVERED IN BANDED BUNDLES, WEIGHING APPROXIMATELY TWO TONS. BUNDLES SHOULD REMAIN BANDED UNTIL DECK IS TO BE INSTALLED. A FORKLIFT OR SMALL CRANE WILL BE REQUIRED FOR UNLOADING. BE SURE TO USE NON-MARRING

SLINGS.

IT IS THE ERECTORS RESPONSIBILITY TO TALLY THE DECKING UPON ARRIVAL. NOTIFY "MANUFACTURER" AT ONCE OF ANY

SHORTAGES.

UNLOADING, HANDLING, & STORAGE OF GLU-LAM & DECKING

2' -0

A

2'-3" 19'-6" CTR./CTR. OF COLUMNS

2' -0

8'

-0

8' -0

8'

-0

8' -0

PRESSUREZONE

SUCTION

41.9 PSF 45.3 PSF

32.3 PSF 32.6 PSF

ULTIMATE PRESSURES FOR

COMPONENTS & CLADDING

3 3

ROOF PLAN

a = 3'-0" a a a a a a

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DPS 3-17-24

1 4

24' x 36'

STEPHENS CITY, VA

THE SHELTER WAS DESIGNED WITH A CONTINUOUS DRIP EDGE AND

ADEQUATE ROOF SLOPE TO CONVEY STORMWATER TO SITE GRADE.

CONTRACTOR NOTE:

SPECIAL INSPECTION NOT REQUIRED

FOR THE SHELTER STRUCTURE FOR

THIS PROJECT PER VA CONSTRUCTION

CODE SECTION 1704.2 EXCEPTION #2.1.

SHELTER IS ONE STORY WITH A

BUILDING AREA EQUAL TO 864 FT2

DESIGN CRITERIA:

2021 VA UCC w/ 2021 IBC Type of Construction: Type V-B Occupancy Classification: Assembly A-3 Building Risk Category II Mean Roof Height = 9’-8” Building Area = 864 ft2 Building Volume = 8,350 ft3 No. of Occupants = 58 (15 ft2 per person)

ROOF DL

Asphalt Shingles 3.4 psf Underlayment 0.1 psf 2” Nom. T&G Deck 4.4 psf Misc. 3.1 psf Total = 11.0 psf + weight of framing

FLOOR LL

L = 100 psf

ROOF LL

Lr = 20 psf

ROOF SL

Pg = 35 psf (Ground Snow) Pf = 0.7*Pg*Ce*Ct*IS

Ce = 1.0, Ct = 1.2, IS = 1.0 Pf = 30 psf Ps = Pf*Cs 3:12 pitch: Cs = 1.0, Ps = 30 psf + unbalanced

WIND LOAD

Vult = 110 mph, Vasd = 85 mph Exposure 'C', Open Building w/ GCpi = 0 Component & Cladding Ultimate Wind Pressures: See "ROOF PLAN" on this sheet

SEISMIC

IE = 1.0

SS = 0.127, S1 = 0.045

Site Class D (assumed)

SDS = 0.136, SD1 = 0.072

Seismic Design Category B Equivalent Lateral Force Procedure Cantilevered Column Systems - Timber frames R = 1.5, CS = 0.091, ρ = 1.0, V = 1,100#

REV 1:

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EEC JOB NO.:

SHEET NO.:

SHOP DWG NO.:

PROJ. NO.:

THIS PRINT IS THE PROPERTY OF RCP

SHELTERS AND IS NOT TO BE USED,

COPIED, OR REPRODUCED WITHOUT

THEIR EXPRESSED WRITTEN PERMISSION.

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19'-6" CTR./CTR. OF PIERS2'-3"

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SL

AB

2' -0

2'-3"

FOUNDATION PLAN

SCALE: 1/4" = 1'-0"

C-1 C-1

C-1 C-1

C-1 C-1

C-1 C-1

C-1 C-1

8' -0

C

TR

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8' -0

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24'-0" OUT/OUT OF SLAB

COLUMN FOOTING DETAIL

2' -0

SEE COLUMN FOUNDATION

DETAIL ON THIS SHEET.

FTG. & COL.

FT

G

C

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B

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A

BO

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PLAN

#3 HORIZONTAL TIES

@ 8" O.C. MAX.

(4) - #4 VERTICAL REBAR

2'-0"Ø

5' -0

2" C

LE

AR

0'-0"

TOP OF SLAB

AT COL. C.L.

4"

4" M

AX

.3"

C

LE

AR

3" CLEAR

COLUMN BASE REACTIONS:

VDL+SL UNB. = 4,420#

V0.6*DL+0.6*WL = -350#

HDL+0.6*WL = 360#

MO.T. DL+0.6*WL = 2,650#-ft

CONCRETE NOTES:

1. Remove all organic material and topsoil from slab area. Verify suitability of subgrade. Footings are to bear on undisturbed, natural soil or engineered fill. Both are to be compacted to 95% Proctor density.

2. Prepare slab with min. 8" compacted VDOT 21A dense aggregate compacted to 95% maximum dry density. Install a non-woven geotextile comparable to SKAPS GT-180 non-woven geotextile on exposed subgrade to stabilize subgrade. Install geotextile flat and stapled taut before placing aggregate.

3. Concrete slab to be 4" thick. Reinforce slab with 6x6-w1.4xw1.4 welded wire fabric at mid-depth. Lap splices 8".

Alt.: Fiber mesh admixture (min. 1.5#/c.y., fibrillated polypropylene).

4. Edge of slab to be thickened to min. 8" deep x 8" wide reinforced with 2-#4 continuous rebars. Lap splices min. 24".

5. In locations subject to frost, install isolation joint, max. 1/8" wide, around column piers using diamond or circular layout. Wire mesh shall be interrupted at isolation joints.

6. Install crack control joints (3/16" wide x 1" deep) at 8' to 12' o.c.

7. Concrete slabs in open areas are to be sloped for drainage from center to edge and away from columns. Surface is to be lightly broomed or have a wood troweled finish.

8. Concrete slab, foundation, re-bar, wire mesh, leveling nuts, grout & anchor bolts (if required) are N.I.C.

9. All concrete reinforcing steel to be grade 60, deformed bars.

10.F'c of concrete to be 3000 psi @ 28 days for foundation. F'c of concrete to be 3500 psi @ 28 days for slab, air-entrained.

11.All concrete work to be in accordance w/ latest ACI code.

12.Allowable vertical soil bearing pressure = 2,000 psf & passive lateral bearing = 150 pcf per geotech field report.

13.Reinforcement shall be securely held in place while placing concrete. If required, additional bars, stirrups or chairs shall be provided to furnish support for bars.

ALL DIMENSIONS SHOWN SPRINGING OFF OF THE

SLAB EDGE ARE MINIMUMS. OWNER TO DETERMINE

SLAB SIZE PRIOR TO CONSTRUCTION.

2"

5"

3' -0

" C O

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(6)-0.20"Ø x 8" ANNULAR RING NAILS w/ 4"

PENETRATION

4" 2"

2" 2"

2" 2"

THICKENED SLAB EDGE DETAIL

SEE THICKENED SLAB EDGE

DETAIL ON THIS SHEET

8"

8"

EQ.

EQ

EQUAL

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THIS PRINT IS THE PROPERTY OF RCP

SHELTERS AND IS NOT TO BE USED,

COPIED, OR REPRODUCED WITHOUT

THEIR EXPRESSED WRITTEN PERMISSION.

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9'-51 4"

20'-0" R

AD

3 12 "

7 1/2"

FLAT

713 16

24'-0" OUT/OUT OF FASCIA

14.03624°

12'-0"

S-1

2"

7' -8

1 4" 8' -0

C. BEAM B-1 (CB-24-03-036-B)

5" WIDTH 5-REQ'D.

SOUTHERN PINE 24F-V1

BUILDING AND BEAM

A

SECTION

SCALE: 1"=1'-0"

TOP OF CONCRETE SLAB

SEE COLUMN FOOTING DETAIL

FOR ADDITIONAL INFORMATION.

3' -0

1'-111 4"

FASCIA

30 YR. SHINGLES OVER ROOF

UNDERLAYMENT OVER 2X8 DECKING

x -req'd.COLUMN C-1 5" 5 1/2" 10

TREATED

5"51 2"

S-1

'-0

CONN S-1 10-req'd.

-2 MK-1 PLATE

-32 4 GA. x 2 1/2" ANNULAR RING NAIL, GALV.

ERECTOR NOTE:

DRILL 5/32"Ø PILOT HOLES IN

WOOD MEMBERS FOR NAILS.

(SP000005x10C00.2500)

2"

8" 7

8"

5"

21 2" 21 2"

COMB. #50(1:10)

FINISH

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EEC JOB NO.:

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PROJ. NO.:

THIS PRINT IS THE PROPERTY OF RCP

SHELTERS AND IS NOT TO BE USED,

COPIED, OR REPRODUCED WITHOUT

THEIR EXPRESSED WRITTEN PERMISSION.

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14.03624°

SIDE ELEVATIONEND ELEVATION

SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0"

DECK PLAN AT CORNERS

BB

C C

1. START LAYING DECK AT EAVE W/ TONGUES UP.

2. DRIVE COURSES TIGHT W/ BLOCKING.

3. TOE NAIL & FACE NAIL AT EACH SUPPORT (BEAMS)

USING 16d COMMON NAILS.

4. SNAP CHALK LINE AT BUILDING RAKE & CUT DECKING

STRAIGHT AND SQUARE.

5. DECKING IS FURNISHED IN SPECIFIED LENGTHS,

ALTERNATE COURSES 10'/16'/10' AND 18'/18'

TYPICAL DECK LAY-UP

FASCIA NOTES:

1. ALL FASCIA CORNERS AND SPLICES ARE TO BE MITERED.

2. SEE DETAILS A & B FOR SPLICE DETAILS.

3. ATTACH FASCIA WITH 10d HDG CASING NAILS:

a. TO 2x4 NAILER - 24" O.C.

b. TO BEAM ENDS - 3 NAILS PER FASCIA

c. TO ENDS OF ROOF DECKING - 1 NAIL PER DECK BOARD

d. AT CORNERS - 2 NAILS EACH DIRECTION

e. OTHER LOCATIONS - 24" O.C. TO ROOF DECKING

2 x 4 NAILER

A. MITER ALL SPLICES

B. NAIL SPLICES TOGETHER WITH (2) 10d HDG CASING NAILS, DRIVE

NAILS AT AN ANGLE TO AVOID PUNCHING THRU FASCIA.

AA

AASECTION

CONTINUOUS DRIP EDGE

BBSECTION

CONTINUOUS DRIP EDGE

NAILER

(2)-16d SINKERS PER DECK BOARD

CCSECTION

DETAIL B

FASCIA

DECKING

DETAIL A

NAILER

DECKING

FASCIA SPLICE

NAILER SPLICE

FASCIA

SPLICE FASCIA ONLY AT

BEAM ENDS.

PREDRILL IF NECESSARY

TO AVOID SPLITTING.

FASCIA

FASCIA

WOOD DECK

WOOD DECK

1'-101

2" (FIELD TRIM DECK)

B-

4"

1 716 "

2' -0

" M

IN

FASCIA LAY-UP

AT EAVE 12'/16'/12'

AT RAKE 14'.

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Sherando Restroom Panel Box and Open Conduit:

Open Conduit (2019 photo) outside Restroom (near Grinder Pump):

Sub-Panel box & GFI outlet comparable (from Rose Hill Park Shelter):

2nd GFI outlet comparable and caged lights (from Rose Hill Park Shelter):